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V. LIMITATIONS <br />The findings, opinions, calculations and conclusions of this Report are based upon information from <br />standard engineering and analytical test procedures, contemporary scientific literature and agency <br />consultations. Information used in these Studies is deemed reliable by the sources from where it <br />was obtained. Results of the percolation testing should be assumed to only represent the subsurface <br />conditions encountered in the specific area of testing and not of the entire subject Parcel or other <br />areas that may be allocated for future wastewater disposal. <br />These Studies are based upon current scientific knowledge to assess factors which are extremely <br />variable and complex within the environment. Although there are several methods to predict <br />environmental impact from an onsite wastewater treatment system, San Joaquin County <br />Environmental Health Department Onsite Wastewater Treatment System Standards and <br />requirements have been employed for these purposes, and for this project. Therefore, no guarantee <br />or warranty is expressed or implied concerning any aspect of this Study, or the prevention of <br />adverse environmental impact. This Report is not to be used, in whole or in part, by any private or <br />public entity for any subsequent studies or reporting on the subject property without the expressed <br />written consent of the author of these Studies. <br />If there should be any questions regarding the information contained within this Report, please <br />contact the undersigned. <br />NLS§ 5.1, SSS§ 7.1. <br />Respectfully submitted, a�y�Dfe�C <br />CHESNEY CONSULTING <br />No. 75479 cao <br />ti <br />Of <br />ILU <br />yt <br />Civil �a <br />Don Chesn , PE aye °f Calm°4. <br />Registered Civil Engineer #C75479 <br />-13- <br />Chesney Consulting <br />